Journal of Geotechnical Engineering: Recent submissions
Now showing items 2221-2240 of 2722
-
Microcomputer Based Free Torsional Vibration Test
(American Society of Civil Engineers, 1985)A microcomputer based free torsional vibration testing system is introduced; its ability to determine the shear modulus and damping ratio of soils is demonstrated. In comparing with the resonant column method, the free ... -
Closure to “<i>Hybrid FE Procedure for Soil‐Structure Interaction</i>” by C. S. Desai and S. Sargand (April, 1984)
(American Society of Civil Engineers, 1985) -
Closure to “<i>Failure of Pore‐Water Analyses for Dispersion</i>” by C. Douglas Craft and Raymond G. Acciardi (April, 1984)
(American Society of Civil Engineers, 1985) -
Discussion of “<i>Failure of Pore‐Water Analyses for Dispersion</i>” by C. Douglas Craft and Raymond G. Acciardi (April, 1984)
(American Society of Civil Engineers, 1985) -
Discussion of “<i>Failure of Pore‐Water Analyses for Dispersion</i>” by C. Douglas Craft and Raymond G. Acciardi (April, 1984)
(American Society of Civil Engineers, 1985) -
Closure to “<i>Membrane Penetration Effects in Triaxial Testing</i>” by Gualtiero Baldi and Roberto Nova (March, 1984)
(American Society of Civil Engineers, 1985) -
Closure to “<i>KA and KO Behind Rotating and Non‐Yielding Walls</i>” by Mehmet Sherif, Yung‐Show Fang, and Russell I. Sherif (January, 1984)
(American Society of Civil Engineers, 1985) -
Discussion of “<i>KA and KO Behind Rotating and Non‐Yielding Walls</i>” by Mehmet Sherif, Yung‐Show Fang, and Russell I. Sherif (January, 1984)
(American Society of Civil Engineers, 1985) -
Discussion of “<i>Membrane Penetration Effects in Triaxial Testing</i>” by Gualtiero Baldi and Roberto Nova (March, 1984)
(American Society of Civil Engineers, 1985) -
Discussion of “<i>KA and KO Behind Rotating and Non‐Yielding Walls</i>” by Mehmet Sherif, Yung‐Show Fang, and Russell I. Sherif (January, 1984)
(American Society of Civil Engineers, 1985) -
Discussion of “<i>KA and KO Behind Rotating and Non‐Yielding Walls</i>” by Mehmet Sherif, Yung‐Show Fang, and Russell I. Sherif (January, 1984)
(American Society of Civil Engineers, 1985) -
Discussion of “<i>Vibroflotation Compaction at Thermalito Afterbay</i>” by Leslie F. Harder, Jr., William D. Hammond, and Penny S. Ross (January, 1984)
(American Society of Civil Engineers, 1985) -
Effect of Underground Void on Foundation Stability
(American Society of Civil Engineers, 1985)The effect of underground void on the stability of shallow foundation supported by a compacted clay was investigated by using a three‐dimensional finite element computer program. The clay soil was a commercially available ... -
Discussion of “<i>KA and KO Behind Rotating and Non‐Yielding Walls</i>” by Mehmet Sherif, Yung‐Show Fang, and Russell I. Sherif (January, 1984)
(American Society of Civil Engineers, 1985) -
Expanded Shale Lightweight Fill: Geotechnical Properties
(American Society of Civil Engineers, 1985)Recently, expanded shale aggregates of the kind used to produce lightweight concrete have been used as a substitute for ordinary fill materials in geotechnical applications where the combination of low unit weight and ... -
Closure to “<i>Vibroflotation Compaction at Thermalito Afterbay</i>” by Leslie F. Harder, Jr., William D. Hammond, and Penny S. Ross (January, 1984)
(American Society of Civil Engineers, 1985) -
Discussion of “<i>Past Consolidation Stress Estimates in Cretaceous Clay</i>” by Raj P. Khera and H. Schulz (February, 1984)
(American Society of Civil Engineers, 1985) -
Solution of Base Stability Analysis in Layered Soils
(American Society of Civil Engineers, 1985)A solution to analyze stability against base failure in layered soils having slopes and berms of any shape, surcharge and tension crack is presented. The location of critical circle and its factor of safety is obtained ... -
Comparison of Natural and Remolded Plastic Clay
(American Society of Civil Engineers, 1985)Tests have been performed on triaxial samples of natural and remolded plastic clay from Winnipeg, Canada, to examine the way natural samples conform with modern conceptual models of soil behavior based largely on remolded ... -
Estimating Elastic Constants and Strength of Discontinuous Rock
(American Society of Civil Engineers, 1985)Methods used to estimate strength and deformability properties of discontinuous rock can be categorized into: (1) The direct testing method; (2) the empirical correlation method; and (3) the analytical decomposition model ...